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    ABS 165 CORR-2012 GUIDE FOR APPLICATION OF HIGHER-STRENGTH HULL STRUCTURAL THICK STEEL PLATES IN CONTAINER CARRIERS《集装箱船高强度船体结构厚钢板的应用指导》.pdf

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    ABS 165 CORR-2012 GUIDE FOR APPLICATION OF HIGHER-STRENGTH HULL STRUCTURAL THICK STEEL PLATES IN CONTAINER CARRIERS《集装箱船高强度船体结构厚钢板的应用指导》.pdf

    1、 ABSGUIDE FOR APPLICATION OF HIGHER-STRENGTH THICK HULL STRUCTURAL STEEL PLATES IN CONTAINER CARRIERS .2009 1 GUIDE FOR APPLICATION OF HIGHER-STRENGTH HULL STRUCTURAL THICK STEEL PLATES IN CONTAINER CARRIERS FEBRUARY 2009 CORRIGENDA/EDITORIALS 6 April 2010 CORRIGENDA/EDITORIALS 10 January 2012 CORRI

    2、GENDA/EDITORIALS 1 February 2014 Page No. Paragraph Comments Section 2 Hull Structural Design with Higher-Strength Thick Steel Plates 4 2/5.3 In second paragraph, reference “Subsection 3/11” to read “Subsection 2/11”. 5 2/7 Reference “Section 2, Table 1” to read “Section 2, Table 2”. 6 2/11 Referenc

    3、e “S Appendix 5C-5-A1 “Guide for Fatigue Strength Assessment of Container Carriers” of the Steel Vessel Rules” to read “Appendix 5C-5-A1 “Fatigue Strength Assessment of Container Carriers” of the Steel Vessel Rules”. Section 3 Testing and Certification of Thick Steel Plates with Minimum Yield Stress

    4、 of 460 N/mm27 3/1.13 Reference “2-2-2/14 of the ABS Rules for Materials and Welding (Part 2)” to read “2-1-1/14 of the ABS Rules for Materials and Welding (Part 2)”. Section 4 Welding and Fabrication of Thick Steel Plates with Minimum Yield Stress of 460 N/mm211 4/1.7 Reference “2-4-1/9 of the ABS

    5、Rules for Materials and Welding (Part 2)” to read “2-4-3/7 of the ABS Rules for Materials and Welding (Part 2)”. 11 4/1.9 Reference “2-4-1/11 of the ABS Rules for Materials and Welding (Part 2)” to read “2-4-3/11 of the ABS Rules for Materials and Welding (Part 2)”. Appendix 1 Full Ship Finite Eleme

    6、nt Based Fatigue Strength Assessment of Upper Flange Structure 23 A1/Table 1 In figure 2b, taper to read “1” and “3”, as follows: E13TAPER2b40 A1/9.3.1 Reference “A1/9.5.3” to read “A1/9.3.3”. 41 A1/9.3.1 Definition of w1to read “transverse width of the cross deck under consideration”. 41 A1/9.3.1 D

    7、efinition of w2to read “longitudinal width of the cross deck under consideration”. 50 A1/11.3.3 Reference “A1/11.5.2” to read “A1/11.3.2”. 50 A1/11.3 (Notes) Reference “A2/11.5.2” to read “A1/11.3.2”. Corrigenda/Editorials 6 April 2010 2 ABSGUIDE FOR APPLICATION OF HIGHER-STRENGTH THICK HULL STRUCTURAL STEEL PLATES IN CONTAINER CARRIERS .2009 Page No. Paragraph Comments Appendix 2 Residual Hull Girder Strength 53 A2/Title Revise title to read “Hull Girder Residual Strength”. 55 A2/5.3.3 Reference “Appendix 3, Figure 2” to read “Appendix 2, Figure 2”.


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